ES2597806B1 - Large space roof support - Google Patents

Large space roof support Download PDF

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ES2597806B1
ES2597806B1 ES201500570A ES201500570A ES2597806B1 ES 2597806 B1 ES2597806 B1 ES 2597806B1 ES 201500570 A ES201500570 A ES 201500570A ES 201500570 A ES201500570 A ES 201500570A ES 2597806 B1 ES2597806 B1 ES 2597806B1
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sheets
support
section
horizontal
roofs
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ES2597806A1 (en
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Fº JAVIER PORRAS VILA
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/342—Structures covering a large free area, whether open-sided or not, e.g. hangars, halls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport

Abstract

Los soportes para cubiertas de grandes espacios, son estructuras metálicas independientes y superpuestas, que están formadas por tres tipos de láminas unidas (1 - 3), siendo las inferiores (1) horizontales, verticales las que le siguen (2), y, horizontales las superiores (3). Éstas últimas tienen longitudes distintas, siendo más largas las láminas (3) externas, y, más cortas las láminas (3) internas. Un tramo oblicuo (6) se fijará entre la lámina superior (3) más interna, y, su segmento vertical (2). Con éste soporte para cubiertas, podemos construir techos para estadios deportivos, campos de fútbol, rugby, tenis, etc… de manera que éstos techos se podrán sostener con gran firmeza, apoyados en el tramo superior horizontal (3) del soporte para cubiertas, de las que situaremos sus tramos vertical (2) e inferior horizontal (1) en el perímetro exterior del estadio.The supports for roofs of large spaces, are independent and superimposed metal structures, which are formed by three types of joined sheets (1 - 3), the lower (1) being horizontal, vertical those that follow (2), and, horizontal the superior ones (3). The latter have different lengths, the outer sheets (3) being longer, and the inner sheets (3) shorter. An oblique section (6) will be fixed between the innermost upper sheet (3), and, its vertical segment (2). With this roof support, we can build roofs for sports stadiums, soccer fields, rugby, tennis, etc ... so that these roofs can be held very firmly, supported by the horizontal upper section (3) of the roof support, of the that we will place its vertical (2) and lower horizontal (1) sections on the outer perimeter of the stadium.

Description

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DESCRIPCIONDESCRIPTION

Soporte para cubiertas de grandes espacios.Support for large space decks.

Objeto de la invencionObject of the invention

El principal objetivo de la presente invencion es el de crear un elemento para la Construccion que no va a exigir ocupar tan largo espacio corno lo exigen las Ballestas que se utilizan en los camiones, por ejemplo, en tanto que los tramos de las Laminas que la forman, se deben extender a ambos lados, desde el centro, y, en medidas iguales. Con este Soporte para cubiertas formado por esta especie de "Ballestas quebradas'', solo se extienden las Laminas superiores (3) de uno de los lados, mientras que la otra mitad se dobla en Vertical en otros Ejes (2), y, en la zona inferior, se vuelven a doblar en Horizontal en otras Laminas (l) mas cortas, sobre las que se podran poner Columnas (7), -o, un peso cualquiera-, que otorguen mayor solidez al conjunto. Pueden servir, tanto para los lechos de los estadios deportivos, como para cubiertas de naves industriales, para la construccion de edificios, etc...The main objective of the present invention is to create an element for the Construction that will not require to occupy such a long space as required by the Crossbows that are used in the trucks, for example, as the sections of the Sheets that the form, they must extend to both sides, from the center, and, in equal measures. With this Roof support formed by this kind of "Broken Crossbows", only the upper Laminates (3) of one of the sides are extended, while the other half bends vertically in other Axes (2), and, in the lower zone, be bent again horizontally in other shorter sheets (l), on which you can put columns (7), -or, any weight-, which give greater strength to the whole. the beds of the sports stadiums, as for the covers of industrial buildings, for the construction of buildings, etc ...

Antecedentes de la invencionBackground of the invention

El principal antecedente de la presente invencion son las conocidas Ballestas inventadas en el siglo XIX, que se utilizan, principalmente, en los Camiones, para sostener el peso del remolque.The main antecedent of the present invention are the well-known Crossbows invented in the 19th century, which are mainly used in Trucks, to support the weight of the trailer.

El segundo antecedente que conozco es el de unos Ejes doblados en angulo de (90°), que se han utilizado como soporte de cubiertas, especialmente, en naves industriales. Lo que sucede es que, estos Ejes doblados. no forman Ballestas, ni "Ballestas Quebradas" como las que aqul propongo, sino que, tan solo, son un Eje Doblado en un tramo superior que suele tener un tramo oblicuo que se fija, en sus extremos, entre el tramo superior horizontal y el tramo vertical. En la presente invencion, a estos Ejes doblados. les anadimos por su cara inferior, otros Ejes, tambien doblados, que tendran distintas longitudes en su tramo superior (3), -longitudes progresivamente mas reducidas-, de manera que funcionaran como una Ballesta, en tanto en cuanto, el peso que pongamos sobre el extremo libre del tramo superior, estara firmemente sostenido por los Ejes que tiene por debajo, aun a pesar de que estos tienen longitudes mas reducidas. Por lo tanto, en la presente invencion, vamos a doblar, -en un angulo de (90°)-, la mitad de todas las Laminas (1-3) de la Ballesta, lo que haremos por el centro de las mismas, de manera que se formaran, por lo menos, dos tramos perpendiculares entre si, que, en la Construccion de casas nos va a permitir aprovechar el espacio que no nos permitirlan aprovechar las Ballestas cuando utiliz.an toda su Longitud extendida habitual. Ahora les anadiremos varios tramos (1) en la zona inferior. que se doblaran en paralelo con las Laminas superiores (3), bien hacia fuera -figura n° 1-, o bien hacia dentro, -figura n° 2-, para poder poner sobre ellas una Columna (7), o, un peso que otorgara mayor soporte a estas Ballestas Quebradas.The second antecedent that I know is that of Axes folded at an angle of (90 °), which have been used as a support for roofs, especially in industrial buildings. What happens is that, these bent axes. they do not form Crossbows, nor "Broken Crossbows" like the ones I propose here, but, only, they are a Bent Axis in an upper section that usually has an oblique section that is fixed, at its ends, between the horizontal upper section and the vertical section In the present invention, to these bent axes. we add to their lower face, other axes, also bent, that will have different lengths in their upper section (3), - progressively smaller lengths -, so that they will function as a crossbow, as long as the weight we put on the free end of the upper section will be firmly supported by the axes below, even though they have shorter lengths. Therefore, in the present invention, we are going to fold, -in an angle of (90 °) -, half of all the Laminates (1-3) of the Crossbow, what we will do for the center of them, of so that at least two sections perpendicular to each other will be formed, which, in the Construction of houses, will allow us to take advantage of the space that will not allow us to take advantage of the Crossbows when they use their usual extended Length. Now we will add several sections (1) in the lower area. that they folded in parallel with the upper Laminates (3), either outwards -figure n ° 1- or inwards, -figure n ° 2-, to be able to put on them a column (7), or, a weight that will give more support to these Broken Crossbows.

Descripcion de la invencionDescription of the invention

El Soporte para cubiertas de grandes espacios, es un elemento para la construccion, formado por varias Laminas metalicas (1-3) independientes, y, superpuestas las unas sobre las otras. Seran optimas para ser utilizadas en campos de futbol, para cubrir con una cupula la zona del terreno de juego, porque. las Ballestas Quebradas (1-3) queThe support for roofs of large spaces, is an element for the construction, formed by several independent metal sheets (1-3), and superimposed on each other. They will be optimal for use in soccer fields, to cover the area of the pitch with a dome, because. the Broken Crossbows (1-3) that

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forman el Soporte para cubiertas de grandes espacios, al estar distribuidas por todo el perlmetro del estadio, podran sostener, sin dificultad alguna, el peso de la cupula. Tambien se podran utilizar para cubrir las pistas de tenis que, en muchas ocasiones se ven afectadas por la lluvia que obliga a interrumpir y a aplazar el espectaculo. Ante las clasicas Ballestas, estas Ballestas Quebradas (1-3) tienen la ventaja, cuando se aplican a este tipo de estadios deportivos, de ahorrar espacio por el exterior del estadio, ya que, si se pusieran Ballestas completas, habrla que duplicar, por el exterior, el espacio de las Laminas (3) que se situan por el interior para sostener a la cupula. Los tres tramos (1-3) de las Ballestas Quebradas estaran rlgidamente unidos entre si, mediante tornillos y tuercas. Fecha de la invencion: (13.07.15)they form the support for large-space roofs, as they are distributed throughout the perimeter of the stadium, they can sustain, without any difficulty, the weight of the dome. They can also be used to cover the tennis courts, which are often affected by the rain that forces to interrupt and postpone the show. Before the classic Crossbows, these Broken Crossbows (1-3) have the advantage, when applied to this type of sports stadiums, to save space outside the stadium, since, if full Crossbows were put on, it must be duplicated, by the outside, the space of the Laminates (3) that are located inside to hold the dome. The three sections (1-3) of the Broken Crossbows will be rigidly connected to each other, by means of screws and nuts. Date of the invention: (13.07.15)

Descripcion de las figurasDescription of the figures

Figura n° 1: Vista lateral de un Soporte para cubiertas de grandes espacios, en el que los tramos de las Laminas inferiores (1) estan doblados en sentido contrario al de las Laminas superiores (3).Figure n ° 1: Side view of a support for large-space roofs, in which the sections of the lower Laminates (1) are bent in the opposite direction to that of the upper Laminates (3).

Figura n° 2: Vista lateral de un Soporte para cubiertas de grandes espacios, en el que los tramos de las Laminas inferiores (1) estan doblados en el mismo sentido que las Laminas superiores (3).Figure 2: Side view of a support for large-space roofs, in which the sections of the lower Laminates (1) are bent in the same direction as the upper Laminates (3).

Figura n° 3: Vista lateral de un Soporte para cubiertas de grandes espacios, con Laminas Curvadas (5).Figure n ° 3: Side view of a Support for large space decks, with Curved Laminates (5).

Figura n° 4: Vista frontal de un estadio deportivo, en el que se destacan las Laminas (1-3) del Soporte para cubiertas de grandes espacios, que se ponen en los laterales. El techo del estadio se apoya en los extremos libres de las Laminas (3) superiores y horizontales.Figure 4: Front view of a sports stadium, in which the Laminates (1-3) of the Support for large-space roofs, which are placed on the sides, stand out. The stadium roof rests on the free ends of the upper and horizontal plates (3).

Figuras n° 1-4:Figures 1-4:

1) Laminas inferiores1) Bottom sheets

2) Laminas verticales intermedias2) Intermediate vertical sheets

3) Laminas superiores de longitudes distintas3) Upper sheets of different lengths

4) Laminas inferiores dobladas hacia dentro4) Bottom sheets folded inwards

5) Laminas curvadas5) Curved sheets

6) Tramos oblicuos6) Oblique sections

7) Columnas7) Columns

Descripcion de un modo de realizacion preferidoDescription of a preferred embodiment

El Soporte para cubiertas de grandes espacios, esta caracterizado por estar formado por varias Laminas (1-3) superpuestas, dobladas dos veces, por arriba y por abajo, en un angulo de (90°). Comenzamos la descripcion en la zona inferior, con unas Laminas Cortas Horizontales (1), que se doblan en Vertical para formar otras Laminas mas largas (2), -segun la altura que nos haga falta-, y, que despues, se vuelven a doblar enThe support for large space decks, is characterized by being formed by several superimposed sheets (1-3), folded twice, above and below, at an angle of (90 °). We begin the description in the lower area, with some Horizontal Short Sheets (1), which fold vertically to form other longer Sheets (2), - depending on the height that we need -, and, which later, return to fold in

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Horizontal en otras Laminas (3) que tendran distintas Longitudes, siendo mas larga la Lamina Superior; unos centimetros menor, -o, unos metros menor-, la inmediata inferior; y, unos cenrimetros menor, -o, unos metros menor que esta ultima-, la inmediata inferior a la anterior. Todas las Laminas (1-3) son independientes, aunque se fijan entre si mediante tornillos y tuercas. En la figura n° 1 solo se han representado tres Laminas superpuestas, pero, el numero de Laminas solo tiene los limites que determine el lugar en donde van a estar instaladas. En la figura n° 2 se presenta una variante en la que los segmentos inferiores de las Laminas Cortas Horizontales (1), en lugar de doblarse hacia el lado contrario de las Laminas Superiores (3), se doblan hacia su mismo lado. En la segunda variante de la figura 3, se proponen Laminas Curvadas (5) que, en lugar de formar angulos de (90°), formaran angulos curvados de Riemman mayores de (90°). En todas las formas de las Ballestas Quebradas, se podran anadir, a voluntad, unos Segmentos Oblicuos (6) que uniran el Eje Vertical (2), y, el Eje Horizontal Superior (3), de la Lamina interior. Cuando aplicamos este Soporte para cubiertas formado por estas Ballestas Quebradas, -para que, por ejemplo, sostengan el techo de un estadio de futbol-, situaremos sus tramos verticales (2) por el exterior del perimetro del estadio, poniendo Columnas de cemento (7) sobre los tramos horizontales inferiores (1). Estas Columnas (7) ofreceran el peso oportuno que compensara el peso correspondiente que va a tener que soportar, de la porcion de techo que abarca cada una de las Ballestas Quebradas. De esta manera, al rodear todo el perimetro del estadio con estas Ballestas Quebradas, el peso de la estructura del techo estara plenamente cubierto y asegurado, lo que nos permitira cubrir todo el espacio interior del estadio. La ventaja que tienen las Ballestas para soportar grandes pesos es conocida. El secreto de su poder se halla en el reparto del peso que la Lamina horizontal superior (3) va a determinar sobre su Lamina horizontal (3) inmediata inferior, en tanto que, aun a pesar de que la segunda e inmediata Lamina (3) inferior tiene menor longitud y nunca llega a hacer coincidir su extremo libre con el de la Lamina (3) inmediata superior, el peso se habra repartido por toda la longitud de la Lamina (3) inmediata inferior, lo que dificultaria mucho su posible ruptura causada por el peso que sostiene. De la misma manera, en la Lamina (3) inmediata inferior a la segunda Lamina (3), -o sea, en la Lamina (3) inferior de la figura n° 1-, tambien el peso que la anterior le ha transmitido, se repartira por toda su longitud, que aun sera mas corta, y, lo mismo sucedera en la siguiente Lamina (3) inmediata inferior si es que ponemos cuatro Laminas (3). Y, en la ultima Lamina (3) de debajo de todo, aun pondremos un tramo oblicuo (6) que dotara de mayor soporte al peso recibido en esa ultima Lamina (3). En otras palabras, aunque el peso de la estructura metalica del techo del estadio se apoye, tan solo, en el extremo del tramo libre de la Lamina (3) superior, ese peso se repartira por toda la longitud de la Lamina (3) superior. lo que dividira mucho el peso recibido. y se hara llegar, despues, asi de dividido. a la siguiente Lamina (3) inmediata inferior. lo que se repetira en las Laminas (3) inferiores. Por lo tanto, formamos las Ballestas Quebradas (1-3) por superposicion de varios tramos (1-3) de distintas longitudes en el tramo superior (3). Los demas tramos (1, 2) seran exactamente iguales. Los tramos verticales se fijaran entre ellos mediante tornillos y tuercas, y, el conjunto, se fijara, tanto en las paredes del perimetro del estadio deportivo, como en el suelo, mediante el tramo (1), al que le anadiremos una columna o un peso equivalente al del peso que tendra que soportar de la zona de techo que sostenga cada Ballesta Quebrada. Las dimensiones y la forma de las Laminas (1-3) pueden ser diferentes, siendo mas alargadas en su eje de abscisas que en el de ordenadas, o siendo mas alargadas en el eje de ordenadas que en el de abscisas. En la figura n° 4 se representa una vista frontal de un estadio deportivo en el que solo se destaca la posicion de las Ballestas Quebradas de los extremos. En ella se observan las Columnas (7) que se ponen sobre los tramos inferiores horizontales (1), y, se observa, tambien, sobre los tramos superiores horizontales (3), de que manera se apoya laHorizontal in other Sheets (3) that will have different Lengths, the Upper Sheet being longer; a few centimeters smaller, -or, a few meters smaller-, the immediate lower; and, a few centimeters smaller, -or, a few meters smaller than the latter-, the immediate lower than the previous one. All sheets (1-3) are independent, although they are fixed together by screws and nuts. In figure 1 only three superimposed sheets have been represented, but the number of sheets only has the limits that determine the place where they will be installed. Figure 2 shows a variant in which the lower segments of the Horizontal Short Sheets (1), instead of bending towards the opposite side of the Upper Sheets (3), are folded to the same side. In the second variant of Figure 3, Curved Sheets (5) are proposed which, instead of forming angles of (90 °), will form curved angles of Riemman greater than (90 °). In all forms of Broken Crossbows, Oblique Segments (6) joining the Vertical Axis (2), and the Upper Horizontal Axis (3), of the inner Lamina may be added at will. When we apply this Support for roofs formed by these Broken Crossbows, so that, for example, they support the roof of a football stadium, we will place their vertical sections (2) outside the perimeter of the stadium, placing cement columns (7 ) on the lower horizontal sections (1). These Columns (7) will offer the appropriate weight that will compensate for the corresponding weight that it will have to support, of the roof portion that covers each of the Broken Crossbows. In this way, by surrounding the entire perimeter of the stadium with these Broken Crossbows, the weight of the roof structure will be fully covered and secured, which will allow us to cover the entire interior space of the stadium. The advantage that Crossbows have to support large weights is known. The secret of its power lies in the distribution of the weight that the upper horizontal Laminate (3) will determine on its immediate lower Horizontal Laminate (3), whereas, even though the second and immediate Lamina (3) It has a shorter length and never reaches its free end to coincide with that of the immediate upper Lamina (3), the weight will have been distributed over the entire length of the lower immediate Lamina (3), which would greatly hinder its possible rupture caused for the weight it holds. In the same way, in the immediate Lamina (3) lower than the second Lamina (3), that is, in the lower Lamina (3) of Figure 1-, also the weight that the previous one has transmitted to it, it will be distributed over its entire length, which will be even shorter, and, the same will happen in the next immediate lower Lamina (3) if we put four Laminates (3). And, in the last Lamina (3) below everything, we will still place an oblique section (6) that will give more support to the weight received in that last Lamina (3). In other words, although the weight of the metal structure of the stadium roof rests, only, on the end of the free section of the upper Lamina (3), that weight will be distributed throughout the entire length of the upper Lamina (3) . which will divide the weight received a lot. and it will be sent, later, that divided. to the next immediate lower lamina (3). what will be repeated in the lower plates (3). Therefore, we form the Broken Crossbows (1-3) by superposition of several sections (1-3) of different lengths in the upper section (3). The other sections (1, 2) will be exactly the same. The vertical sections will be fixed between them by screws and nuts, and, the whole, will be fixed, both on the walls of the perimeter of the sports stadium, as on the ground, by the section (1), to which we will add a column or a weight equivalent to the weight that will have to support the roof area that supports each Broken Crossbow. The dimensions and shape of the sheets (1-3) may be different, being more elongated in its abscissa axis than in the ordinate axis, or being more elongated in the ordinate axis than in the abscissa axis. Figure 4 shows a front view of a sports stadium in which only the position of the Broken Crossbows of the ends is highlighted. It shows the Columns (7) that are placed on the lower horizontal sections (1), and, also, on the upper horizontal sections (3), in which way the

estructura del techo. Al mismo tiempo, los tramos verticales (2) se fijaran mediante tornillos, a otro tipo de Columnas adheridas a las paredes del perlmetro del estadio.roof structure. At the same time, the vertical sections (2) will be fixed by screws, to another type of Columns attached to the walls of the perimeter of the stadium.

Claims (5)

55 1010 15fifteen 20twenty 2525 3030 ES 2 597 806 A1ES 2 597 806 A1 REIVINDICACIONES 1. Soporte para cubiertas de grandes espacios, caracterizado por estar formado por varlas laminas (1-3) superpuestas, dobladas dos veces en un angulo de 90°, y, que, por lo tanto, crea tres tramos, dos horizontales, y, uno vertical. La zona inferior presenta unas laminas horizontales mas cortas (1) que las verticales. Un segundo tramo vertical con laminas mas largas (2), cuya altura vendra determinada por las necesidades del espacio a cubrir, y, un tercer tramo horizontal superior (3) en el que las laminas presentan diferentes longitudes, siendo la mas larga la lamina superior; unos centlmetros, -o, metros-, respecto a la inmediata inferior; y, esta ultima, unos centlmetros, -o, unos metros menor respecto a la inmediata inferior. Todas las laminas (1-3) son independientes, y, estan fijadas entre si mediante tornillos y tuercas. Existen unos segmentos oblicuos (6) que unen el eje vertical (2) y el eje horizontal superior (3) de la lamina interior.1. Support for large-space roofs, characterized by being formed by superimposed (1-3) laminated rods, folded twice at an angle of 90 °, and, which, therefore, creates three sections, two horizontal, and, vertical one The lower zone has shorter horizontal sheets (1) than the vertical ones. A second vertical section with longer sheets (2), whose height will be determined by the needs of the space to be covered, and, a third upper horizontal section (3) in which the sheets have different lengths, the longer one being the upper sheet ; a few centimeters, -o, meters-, with respect to the immediate lower; and, the latter, a few centimeters, -o, a few meters less than the immediate lower. All the sheets (1-3) are independent, and, are fixed together by screws and nuts. There are oblique segments (6) that join the vertical axis (2) and the upper horizontal axis (3) of the inner sheet. 2. Soporte para cubiertas de grandes espacios, -segun la primera reivindicacion-, caracterizado porque el tramo inferior de las laminas esta orientado en el mismo sentido que el tramo superior.2. Support for roofs of large spaces, -according to the first claim-, characterized in that the lower section of the sheets is oriented in the same direction as the upper section. 3. Soporte para cubiertas de grandes espacios, -segun la primera reivindicacion-, caracterizado porque el tramo inferior de las laminas esta orientado en sentido contrario a la orientacion del tramo superior.3. Support for roofs of large spaces, -according to the first claim-, characterized in that the lower section of the sheets is oriented in the opposite direction to the orientation of the upper section. 4. Soporte para cubiertas de grandes espacios, -segun la primera reivindicacion-, caracterizado porque el soporte adopta una forma semicircular de manera que las laminas superpuestas son semicirculares y se prolongan inferiormente en un tramo de apoyo, y, superiormente. en un tramo mayor, presentando diferentes longitudes. tal como el tramo superior descrito en la primera reivindicacion.4. Support for roofs of large spaces, -according to the first claim-, characterized in that the support adopts a semicircular shape so that the superimposed sheets are semicircular and extend inferiorly in a support section, and, superiorly. in a greater section, presenting different lengths. such as the upper section described in the first claim. 5. Soporte para cubiertas de grandes espacios, -segun la primera reivindicacion-, caracterizado porque se situan unas columnas (7) sobre los tramos horizontales inferiores (1) a modo de contrapeso.5. Support for large space decks, -according to the first claim-, characterized in that columns (7) are placed on the lower horizontal sections (1) as a counterweight.
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GB1332622A (en) * 1972-05-12 1973-10-03 Sumaspace Ltd Building structures
ES234281Y (en) * 1978-02-27 1979-01-01 SIMPLE COVER SUPPORT FOR PARKING AND OTHER USES.
FR2554146B3 (en) * 1983-10-28 1986-01-17 Mathis Sa Ets Paul FRAMEWORK FOR THE CONSTRUCTION OF BUILDINGS, ESPECIALLY SPORTS BUILDINGS
US8925254B2 (en) * 2008-07-14 2015-01-06 François Delaney Weight assembly for a large structure raising system

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